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Christian Aage The Technical University of Denmark Lyngby Denmark
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amplitude analysis anchor angle applied approach Axial barge behaviour bottom buckling cable calculated coefficients compared component computed considered corresponding crack criteria cycles cyclic cylinder damping determined developed direction displacement docking drilling dynamic effects element Engineering equation fatigue Figure force frequency function geometry given global heave hydrodynamic included increase initial jacket joint length lift lift forces linear load mass maximum mean measured method mode mooring motion natural nonlinear observed obtained Ocean Offshore operation performed period pile platform position predicted present range ratio reduced region response riser risk ship shown shows simulation solution specimen steel stiffness strain stress structure surface surge Table tanker tension tower tube tubular values vessel vibration water depth wave weight weld wind